微生物岩土方向:
M. Huang*, K. Xu, Z. J. Liu, C. S. Xu, M. J. Cui. (2023). “Effect of drying-wetting cycles on pore characteristics and mechanical properties of enzyme-induced carbonate precipitation-reinforced sea sand”, Journal of Rock Mechanics and Geotechnical Engineering, (Online).
K. Xu, M. Huang*, M. J. Cui, S. Li. (2023). “Effect of crystal morphology on cementation ability and micromechanical properties of calcium carbonate precipitation induced using crude soybean enzyme”, Journal of Rock Mechanics and Geotechnical Engineering, (In press).
S. Li, M. Huang*, M. J. Cui, K. Xu. (2023). “Thermal conductivity enhancement of backfill material and soil using enzyme-induced carbonate precipitation (EICP)”, Acta Geotechnica, (Online).
K. Xu, M. Huang*, M. J. Cui, S. Li. (2023). “Retarding effect of cementation solution concentration on cementation ability of calcium carbonate crystal induced using crude soybean enzyme”, Acta Geotechnica, (Online).
K. Xu, M. Huang*, C. S. Xu, J. J. Zhen, G. X. Jin, H. Gong. (2023). “Assessment of the bio-cementation effect on shale soil using ultrasound measurement”, Soils and Foundations, 63(1): 101249.
S. Li, M. Huang*, M. J. Cui, P. Lin, L. D. Xu, K. Xu. (2023). “Stabilization of cement-soil utilizing microbially induced carbonate precipitation”, Geomechanics and Engineering, 35(1): 95-108.
K. Xu, M. Huang*, J. X. Zhan, M. J. Cui, C. S. Xu. (2023). “Bio-cementation of tailings sand using ultraviolet induced urease-producing bacteria and its biomineralization mechanism”, Environmental Geotechnics, (Online).
K. Xu, M. Huang*, Z. J. Liu, M. J. Cui, S. Li. (2023). “Mechanical Properties and Disintegration Behavior of EICP-reinforced Sea Sand Subjected to Drying-wetting Cycles”, Biogeotechnics, 1(2): 10019.
S. Li, M. Huang*, M. J. Cui, K. Xu., G. X. Jin. (2023). “Thermal and mechanical properties of bio-cemented quartz sand mixed with steel slag”, Biogeotechnics, 1(3): 100036.
K. Xu, M. Huang*, J. J. Zhen, C. S. Xu, M. J. Cui. (2022). “Field implementation of EICP Technology for reinforcing a bedding layer beneath an underground cable duct”, Journal of Rock Mechanics and Geotechnical Engineering, 15(4): 1011-1022.
M. Huang*, K. Xu, C. S. Xu. (2021). “Micromechanical Properties of Biocemented Shale Soils Analyzed Using Nanoindentation Test”, ASCE, Journal of Geotechnical and Geoenvironmental Engineering, 147(12): 04021157.
G. X. Jin, K. Xu, C. S. Xu, M. Huang*. (2021). “Cementation of Shale Soils by MICP Technology and Its Damage Characteristics Due to Freeze–Thaw Weathering Processes”, Journal of Cold Regions Engineering, 34(4): 04020023.
K. Xu, Y. X. Peng, M. Huang*. (2021). “Biocementation effect of high-efficiency urease-producing bacteria mutagenized from indigenous bacteria”, Conference Series: Earth and Environmental Science (ARMS 11).
姜启武, 黄明*, 崔明娟, 等. Ca2+浓度对EICP固化钙质砂效果影响的试验研究[J]. 工程地质学报, 2023. (录用待刊)
姜启武, 黄明*, 许凯, 等. MICP 固化钙质砂的统计损伤本构模型[J]. 工程地质学报, 2022. (录用待刊)
刘子健, 黄明*, 崔明娟, 许凯, 郭珅. 基于纳米压痕技术的页岩土MICP结石体微观力学特性研究. 防灾减灾工程学报, 2022, 42(05):1036-1045.
张瑾璇, 黄明*, 刘子健. 南方湿热区新型产脲酶菌加固土体的效果研究[J].工程地质学报, 2021, 31(01):113-123.
黄明*, 张瑾璇, 刘子健, 许凯. 南方湿热区产脲酶菌固化海砂的碳酸钙结晶效果研究. 高校地质学报. 2021, 27(06): 716-722.
许凯, 靳贵晓, 刘子健, 黄明*, 龚豪. 软岩填筑体多层多孔微生物灌浆室内模型试验研究.工程地质学报. 2020, 28(04): 697-706.
靳贵晓, 张瑾璇, 许凯, 黄明, 邱继业. 颗粒级配对残积土MICP灌浆效果的影响评价. 地下空间与工程学报. 2020, 16(01):295-302.
靳贵晓, 张瑾璇, 许凯, 黄明, 龚豪. 页岩填料MICP-格栅灌浆胶结体超声波速分布特征. 地下空间与工程学报. 2019, 15(05):1353-1361.
黄明*, 张瑾璇, 等. 残积土MICP灌浆结石体冻融损伤的核磁共振特性试验研究[J]. 岩石力学与工程学报, 2018, 37(12): 210-219.
地下工程围岩稳定、盾构法隧道方向:
M. Huang*, Y. Lu, J. J. Zhen, X. B. Lan, C. S. Xu, W. L. Yu. (2023). "Analysis of face stability at the launch stage of shield or TBM tunnelling using a concrete box in complex urban environments", Tunnelling and Underground Space Technology, 135: 105067.
W. F. Qian, M. Huang*, B. N. Wang, C. S. Xu, Y. F. Hu. "Experimental study of face passive failure features of a shallowshield tunnel in coastal backfill sand", Frontiers of Structural and Civil Engineering, (Accepted).
Y. Lu, M. Huang*, Z. J. Chen, Z. S. Zeng, Y. C. Liu, G. Z. Du. (2023). "Drainage design combining drain holes and pinholes for tunnel boring machine segments subject to high water pressure", Frontiers of Structural and Civil Engineering, (Accepted).
Y. Lu, M. Huang*, Q. W. Jiang, Z. J. Chen, C. S. Xu, Y. Wang. (2023). "Excavation-induced Groundwater Evolution of Non-circular Tunnels in Mountainous Region: Analytical and Numerical Investigation", ASCE, International Journal of Geomechanics, (Accepted).
Y. Lu, M. Huang*, P. W. Huang, C. S. Xu, Y. Wang, Y. F. Hu. (2023). "Soil Conditioning for EPB shield Tunnelling in Coastal silty Clay Strata: Laboratory Research and Field Application", ASCE, International Journal of Geomechanics, (Accepted).
S. Jiang, M. Huang*, B. N. Wang, K. S. Zhang, Y. Li, and Z. G. Liu. (2023). “Numerical study on the effects of wetting-drying cycles on the failure modes of tunnels excavated in gypsiferous strata based on discrete element method”. Bulletin of Engineering Geology and the Environment. (Accepted).
S. Jiang, M. Huang*, Y. J. Jiang, C. S. Xu, and B. L. Li. (2021). “NMR-Based Investigation on the Wet–Dry Deterioration Characteristics of Gypsiferous Rocks Surrounding Underground Excavations”, Rock Mechanics and Rock Engineering. 55: 2323-2339.
W. F. Qian, M. Huang*, C. M. Sun, B. Huang. (2021). “Adaptability of earth pressure balance shield tunneling in coastal complex formations: a new evaluation method”, Geomechanics and Engineering, 27(4): 375-390.
S. Jiang, M. Huang*, A. Deng, D. X. Xu. (2021). “Deterioration behavior of gypsum breccia insurrounding rock under the combined action of cyclic wetting-drying and flow rates”, Bulletin of Engineering Geology and the Environment, 80:4985–5001.
M. Huang*, J. W. Zhan. (2020). “A New Creep Constitutive Model for Soft Rocks and its Application in Prediction of Time-dependent Deformation Disaster in Tunnels”, ASCE, International Journal of Geomechanics, 20(7): 04020096(1-13).
M. Huang*, J. W. Zhan. (2019). “Face Stability Assessment for Underwater Tunnelling Across a Fault Zone”, ASCE, Journal of Performance of Constructed Facilities, 33(3): 04019034: 1- 12.
M. Huang*, C. S. Xu, J. W. Zhan. (2017). “Assessments of the disintegrating behaviour of clay shale considering the effect of pH condition”, European Journal of Environmental & Civil Engineering, 24(1): 97-109.
M. Huang*, X. R. Liu, N. Y. Zhang, et al. (2017). “Calculation of foundation pit deformation caused by deep excavation considering influence of loading and unloading”, Journal of Central South University, 24(9): 2164-2171.
姜启武, 黄明, 陈志杰, 等. 隧道掌子面前方地层三维渗流场解析及涌水量预测分析[J]. 工程地质学报, 2023.(录用待刊)
其他方向:
M. Huang*, S. Jiang, C. S. Xu, D. X. Xu. (2020). “A new theoretical settlement model for large step-tapered hollow piles based on disturbed state concept theory”, Computers and Geotechnics, 124: 103626.
S. Jiang, M. Huang*, A. Deng, D. X. Xu. (2021). “Theoretical Solution for Long-term Settlement of a Large Step-Tapered Hollow Pile in Karst Topography”, ASCE, International Journal of Geomechanics, 21(8): 04021148.
S. Jiang, M. Huang*, T. Fang, W. Chen, and X. Shangguan. (2020). “A new large step-tapered hollow pile and its bearing capacity”, Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 173(3): 191-206.
S. Jiang, M. Huang*, A. Deng, D. X. Xu and T. Fang. (2023). “A time-dependent load-transfer model for large step-tapered hollow piles based on the disturbed state concept”, Soil Mechanics and Foundation Engineering, 60: 141-148.
T. Fang, M. Huang*, and K. Tang. (2020). "Cross-section piles in transparent soil under different dimensional conditions subjected to vertical load: an experimental study." Arabian Journal of Geosciences 13:1133.
T. Fang, M. Huang*. (2019). “Deformation and Load-Bearing Characteristics of Step-Tapered Piles in Clay Under Lateral Load”. ASCE, International Journal of Geomechanics, 19(6): 04019-04053.
M. Huang*, X. R. Liu, N. Y. Zhang, et al. (2017). “Calculation of foundation pit deformation caused by deep excavation considering influence of loading and unloading”, Journal of Central South University, 24(9): 2164-2171.
黄明*,付俊杰,陈福全,江松,张光武. 桩端岩溶顶板地震动力特性的振动台试验研究[J]. 哈尔滨工业大学学报, 2019, 51(02): 126-135.
黄明*, 江松, 等. 超大直径变截面空心桩的荷载传递特征与理论模型[J]. 岩石力学与工程学报, 2018, 37(10): 2370-2383.
黄明*, 付俊杰, 陈福全. 桩端岩溶顶板的破坏特征试验与理论计算模型研究[J]. 工程力学, 2018, 35(10): 175-185.
黄明*, 江松, 等. 基于分离相似概念的地铁异形基坑三维开挖模型试验[J]. 工程地质学报, 2018, 26(2): 0384-0391.
黄明*, 付俊杰, 陈福全. 桩端荷载与地震耦合作用下溶洞顶板的破坏特征及安全厚度计算[J]. 岩土力学, 2017(11): 81-89.
江松, 黄明*, 付俊杰, 等. 岩溶桩基振动台试验中岩体相似材料的配比研究[J]. 工程地质学报, 2017, 25(3): 671-677.
黄明*, 张冰淇, 陈福全. 串珠状溶洞地层中桩基荷载传递特征的数值计算[J]. 工程地质学报, 2017, 25(6): 1574-1582.
黄明*, 蒋宇静, 王少杰, 邓涛. 基于扰动状态概念的软岩蠕变本构模型与试验验证[J]. 固体力学学报, 2017, 38(6): 570-578.
许德祥, 黄明*, 陈林靖. 滨海高水位下渗透性风化岩的损伤模型研究[J], 自然灾害学报, 2017, 26(6): 147-154.
黄明*, 江松, 钟祖良, 等. 考虑时间及位移相关土压力的地下连续墙成槽变形分析[J]. 自然灾害学报, 2017(5): 198-205.
黄明*, 邱继业, 詹金武, 等. 含水状态下弱风化泥质粉砂岩冲击破碎的分形规律研究[J]. 工程地质学报, 2016, 24(4): 597-603.
黄明*, 詹金武. 酸碱溶液环境中软岩的崩解试验及能量耗散特征研究[J]. 岩土力学, 2015, 36(9): 2607-2612.
黄明*, 詹金武, 胡柳青, 等. 三峡库区泥质粉砂岩的SHPB试验及能量耗散特征研究[J]. 工程地质学报, 2015, 23(6): 1175-1181.
邓涛, 黄明*, 詹金武. 不同pH环境下黏土类岩崩解过程分形演化规律[J]. 同济大学学报(自然科学版), 2014, 42(10): 1480-1485.